Atlantic Boulevard Median Planting (3) RECEIVED FLORIDA A �l� ANl �lt �� tsPOT A T ( ON
City of Atlantic Beach
Building and Zoning.
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4TL4NTIC � 5M4CH / FLORIDA
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YMAN r-LET!.�'HER MAYOR
3100 �lie��`�ER517Y BOULEvA�RD ' SOUtH 8mm SEM I1�lOLE l ROAD
J�Cf��J.NvILLE, �LORID�4 3221�o I �4`�L�4NtIG BE�4C�1, rLORID�4 32233
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GATION PL4&\ NS
PI.&N AND
GENES TRI
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I GROUP INC.
ILANDS APB �4RCHItECTS
i COMMI�NItY PL�4NNER3
838Ca B�4YMEADOWS ROAD SUITS 1
J�4GICSONVILLE, FLORIDA 32250
9P��4-'13m-93foP� 904-'13P�-�1�05 FAX
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Le&gnd
PVC OR GALVANIZED
I.D. DESMON S1t=CATI[ORT
ELL
cl
® WATER`SOURCE 2" Irrigation Meter (by others)
DOUBLE CHECK
" BACKFLOW DEVICE Watts 001-G2T-2 (by others) AssEt-IaLY
MAINLINE 21/2" PR-160 PVC
9 •
SLEEVING Schedule 40 PVC (sized as shown)
PVC OR GALVANIZED STRATEGIC LANDSCAPE
10 CONTROLLER Toro XF-408 WALL MOUNTED ELL
SOLENOID VALVE Toro 252-26-05 � IRRIGATION CONTROLLER PLANNING . ARCHITECTURE
p PVC,GALVANIZED OR URBAN DESIGN • ENGINEERING
BRASS UNION (AS 8380 BAYHRADOAS ROAD SUITE 16
REQUIRED)
ANCHOR SECURELY TO JACKSONVILLR , FLORIDA 92268
WALL. ( 904 ) 7$ 0 - 9880 FA% 730 -.7185
(DSCHEDULE 80, BRASS
CAS REQUIRED)
Ser List FINISH GRADE MU.
J&
LD. h A U FACrU RM SPECMCAIION P.S.L GYX L
® TORO 51OZ 6P/4-SST-PC 30 .88
® TORO 51OZ 12P/4-E5T-PG 30 .44 MINIMUM
i TORO 5"10Z 6P/SH-PC 30 44 36 -64" �+,� ���
� TO O 5-10 2P/SQ-PC 30 22 CONDUIT FOR �3
d TO 0' 51S �2 /ST-PC 30 2g 0 0 MAINLINE
TORO 510 12�/SH-PC 30 .44
REMOTE CONTROL \-I'— Mrs
V( L L
p TORO 51OZ 6P/12Q-PC 30 .4.5 VALVES AND SENSOR WIRES
PVC OR GAIvANIZED
® TORO 5`OZ 6P/12H-PC 30 .Ciro, SECURE To WALL WITH
TORO 5'10 12P/2Q-PC 30 48'
APPROPRIATE PIPE CLAMPS ELL
6 TORoo
5 0 12P/2T-PC 30 .64
G TO5 0J 12P/2H-PC 30 e6 0 o CONDUIT FOR 115v POWER NOTE:
{ INSTALL PER® TOO 5 0 12P/2F-PC 30 1.9
MANUFACTURER'S
TORO 5-100 PRECOMMENDATIONS
35 2.83 FINISHED SURFACE � INSULATE Aga
TORO 5-100 FC-6.0 35 5.(8 t
REQUIRED I
DOU3L E CI4EGK A55EM5LY ��'�� �° iC =aACH
NOT TO SCALE
»RCIG1 ZONE G.P.Q. MSS DAYS/W>l WALL -MOUNT CONTROLLER
B 1 6936 90 3
A 2 4032 30 3 NOT To SCALE 1 _
A 5 61.12 5 90 3 I ,
. .®.�. W�
s '
15 6 626 90 3Am
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ti v i J1OTE: INSTALL SPRINKLER
-�T FINISHED GRADE
I
PPROVED BACKFILL
N(DftS
_ i��
NOTARY SPRINKLER LANInTC
Irrigation Contractor shall coordinate locatidn and
installation of Sleeving with General ContractAtl
All Pipe and. Wire under paving shall be place to
1/4" PVC STREET ELL
Schedule 40 P.Y.G. Sleeves for the full pavem�nt
coverage length and shall be at least 24" bell grade. /4" FLEX PIPE
i
Mainlines shall be buried to provide a minimumH� over of i8", 3M-DI3Y WIRE LATERAL PiPE
while all Lateral lines shall have a minimum of 12 ! CONNkGTORS ANp N 0 T I C E OF PROPRIETARY RIGHTS
EXPANSION COILS, 10 .ATERAL TEE THESE DOCUMENTS AND THIER CONTENTS ARE THE
The Contractor should take care to reroute pi ine WRAPS AROUND 1/2" PIPE EXCLUSIVE PROPERTY OF THE GENESIS GROUP INC.
as necessary
AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED
to avoid plant Or tree roots. _ EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC
DURABLE WEATHER WRITTEN CONSENT OF THE GENESIS GROUP INC.
THESE DOCUMENTS ARE ONLY TO BE USED UNDER THE
All Sprinklers shall be.site adjusted to prevent; water RE5I5TENT PLASTIC VALVE DIRECTION OF T H E GENE SIS GROUP INC., FOR THE PROJECT
overthrow onto building surfaces and walkways.' BOX WITH EXTENSIONS IF AND SITE SPECIFICALLY IDENTIFIED HERIN AND ARE NOT
TO BE USED ON THIS, OR ANY OTHER PROJECT WITHOUT
NECESSARY THE SPECIFIC WRITTEN CONSENT OF T H E G E N E S I S G R O U P I N C.
All Piping downstream of Solenoid Valve to be PR-160 P.V.G. i Q1994 THE GENESIS GROUP I N C.
INSTALL VALVE BOX 1/2"
All Control Wiring to be 14/1 U.F. direct burial. ABOVE FINISH GRADE IN TYPICAL. POS' UP ROTARY FFRINKL ER .
TURF AND 2 IN SHRUB NOT TO SCALE SHEET TITLE .
Install an "AcquaMiser" moisture sensor device. AREAS
Verify location with Landscape Architect.
FINISH GRADE
r
Install Backflow Preventer in an inconspicuous
f ! l f 1�1
location such as shrubbery. ELECTRIC SOLENOID2110
This Plan was prepared by a Certified Irrigation Designer CONTROL VALVE
and meets the standards of the Irrigation Association.
4" PEA GRAVEL SASE
Materials which appeared "screened" should LS
be submitted as Alternate Bid.
PVC ELLS
NOTE: INSTALL SPRINKLER
MAINLINE WITH PVC. TEE I AT FINISHED GRADE
OR ELL (
VALIVE WIRE FROM — I— — T PPROVED BACKFILL DRAWN BY: CHECKED BY:
CONTROLLER LMG
Friction Loss: COMMON WiRE FROM NOTE: CONTRACTOR MAY
CONTROLLER TO ELECTRIC INSTALL PIPE TO SIDE RELEASED FOR DATE
Backflow 5 p.s.i. CON?ROL VALVE AND ON NLET
Mainline 5 P.S.I. TO NEXT VALVE
Laterals 8 p.9.1. JAN. 30, Isse
Va Total`... 20 p.a.l. TYPICAL. 5OL.ENOiD VALVE
HI-POP SPRAY SPRINKLER
REVISIONS
System Requirements:
NOT TO SCALE 1/2" PVC OR BARBED
83 g.pm. 55 p-5.1. --MALE ELL
Watering Schedule timings are set to replace
115" evapotranspiration per week at '7590 efficiency. 1/2" FLEX PIPE
Timings should be adjusted for seasonal
changes accordingly: ATERAI_ PIPE
Dec.-Feb. 50'ro
Mar.-May 15io
,Tun.-Aug. 1009. LATERAL TEE PROJECT NUMBER
Sep.-Nova 159., GGI�' 2935-001
Annual consumptive use: l0 rainfall) SCALE SHEET NUMBER
1,445,629 ga l Ions
TYPICAL H i -FOF 5i=RAY 6FRINKLER
NOT TO SCALE
NORTH O� 13